Volume 26 Issue 2
Jul.  2021
Turn off MathJax
Article Contents
Wang Tenghui, Zhao Ruibin, Zhang Yan. Experimental Study on the Back Pressure Saturation Method by GCTS Hollow Cylinder Apparatus[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(2): 82-85. doi: 10.3969/j.issn.1007-2993.2012.02.007
Citation: Wang Tenghui, Zhao Ruibin, Zhang Yan. Experimental Study on the Back Pressure Saturation Method by GCTS Hollow Cylinder Apparatus[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2012, 26(2): 82-85. doi: 10.3969/j.issn.1007-2993.2012.02.007

Experimental Study on the Back Pressure Saturation Method by GCTS Hollow Cylinder Apparatus

doi: 10.3969/j.issn.1007-2993.2012.02.007
  • Received Date: 2012-01-11
    Available Online: 2021-07-06
  • GCTS Hollow Cylinder apparatus is the best tool to study the soil behavior under the principal stress rotation. In the whole process of torsional shear test, saturation of specimen is prerequisite and the success of the samples saturated also is the key. Taking GCTS hollow cylinder apparatus as a testing platform, the back pressure method is used to saturate hydraulic fill fully. The apparatus provides 3 ways to increase confining pressure and back pressure, i. e. manual stepping, automatic stepping and continuous ramping. Through some experiments, each compression of the corresponding parameters reasonable is explored. 15kpa differential pressure be adequate for hydraulic fill. The standards of pore pressure stability.. If the changes of porepressure in one minute is less than the 5%of difference between the cell pressure and the back pressure, the pore pressure is considered stable.

     

  • loading
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (45) PDF downloads(4) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return